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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
25 Nov 2026, 6:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
CWE Tezpur
HQ CWE TEZPUR PO DEKARGAON DIST SONITPUR PIN 784501 (ASSAM)
SPL REPAIR TO INTERNAL ROAD AT ECIB AND LOWER CAMP OF ENGR REGT AT CHANGSARI MIL STN UNDER GE RANGIA
2026_MES_797270_1
8327/TEZ(R)/E8
Open Tender
Civil Works - Roads
Item Rate
150 days
GE Rangia
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE Rangia
₹80,000
Yes
4 Nov 2026
4 Nov 2026
30 Nov 2026
4 Nov 2026
25 Nov 2026
18 Nov 2026
9 Nov 2026 - 14 Nov 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for repair to potholes any depth and not exceeding 1 Sqm each including sweeping free from dust and mud or water, scouring sunken surfaces in roads, paths, etc., cutting around edges to at least 25mm in depth, making good by applying tack coat @ 5 kg per 10 sq m, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings complete all as specified and directed | 15 | Per X Sqm | - | - |
| 2 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm and n exc 50 mm deep segrigate the usable material and rubish off the premises complete all as specified and directed. | 165 | Per X Sqm | - | - |
| 3 | M&L for 7.50 cm thick WBM in one layer (compacted thickness) with coarse agg (Lime stone, sand stone, Flint or Quartzite) of grading 2 (63 to 40 mm Size) spread , rolled with 8 to 10 ton power roller and consolidated to required gradient and camber all as specified and directed | 165 | Per X Sqm | - | - |
| 4 | Preparation of unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc, Sweeping with brooms and finaly fanning the cleaned surface with gunny bags to remove all loose, dirt etc | 165 | Per X Sqm | - | - |
| 5 | Preparation of black top surfaces by brushing with wire brushes for removing caked mud etc, Sweeping with brooms and finaly fanning the cleaned surface with gunny bags to remove all loose, dirt etc | 200 | Per X Sqm | - | - |
| 6 | M&L for applying evenly a priming/tack coat with catonic bitumen emulsion RS-1 confirm to IS:8887 @ 7.5 Kg per 10 Sqm on surface of WBM as specified in table 500-3 of MORTH using mechanical sprayer on WBM surfaces and black top surfaces complete all as specified and directed | 165 | Per X Sqm | - | - |
| 7 | M&L for applying tack coat of cationic bitumen emulsion RS -I confirming to IS:8887 @ 2.5 Kg/ Per X Sqm using mechenical sprayer complete in all respect complete all as specified & directed. | 200 | Per X Sqm | - | - |
| 8 | M&L for premix bituminous macadam 75mm or less consolidated thickness by using paving bitumen VG-30 grade with binder content @ 4% weight of total mix laying with mechanical pavewr rolled and compacted to required camber and gradient by using 8 to 10 tonne capacity poweer roller complete all as specified and directed
Notes:- The contractor's quoted rates shall also be deemed to include the following elements:
(i) The contractor shall get the mix design done through IITs / NITs / Govt Engineering College / CME(Pune) or any Govt institutions / laboratories and the same shall be got approved from the GE before providing Bituminous Macadum.
(ii) If actual design mix comes less than 4% binder content, then the rate of recovery of bitumen shall be as per rate in purchase vouchers per kg for the purpose of adjustment. However, no adjustment shall be made if the binder content is required more than 4%. | 82 | Cum | - | - |
| 9 | M&L for laying bituminous premix semidense asphaltic concrete 40mm (Consolidated thickness ) with 5.5% binder content by weingt of total mix using paving bitumen of VG-30 grade laid with mechanical paver rolled and copacted to required camber and gradient by using power roller 8 to 10 tonne capacity complete all as specified.
Notes:- The contractor's quoted rates shall also be deemed to include the following elements:
(i) The contractor shall get the mix design done through IITs / NITs / Govt Engineering College / CME(Pune) or any Govt institutions / laboratories and the same shall be got approved from the GE before providing Bituminous Macadum.
(ii) If actual design mix comes less than 5.5% binder content, then the rate of recovery of bitumen shall be as per rate in purchase vouchers per kg for the purpose of adjustment. However, no adjustment shall be made if the binder content is required more than 5.5%. | 365 | Per X Sqm | - | - |
| 10 | S&F for cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions | 390 | Each | - | - |
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